2003-478 TOWN OFQUEENSBURY
742 BayRoad,Queensbury, 12804-5902 (518) 7 1- 2 1
� o ,Q ury, 6 8 0
Community Development - Building & Codes (518) 761-8256
CERTIFICATE OF OCCUPANCY
Permit Number: P20030478 Date Issued: Wednesday, April 07, 2004
This is to certify that work requested to be done as shown by Permit Number P20030478
has been completed.
Tax Map Number: 523400-295-018-0001-006-000-0000
Location: 23 SYCAMORE Dr
Owner: DONALD & JACQUELINE BROWN
Applicant: DONALD & JACQUELINE BROWN
This structure may be occupied as a:
By Order of Town Board
Residential Addition TOWN OF QUEENSBURY
1ZJ4
Director of Building&Code Enforcement
AO`
TOWN OF QUEENSBURY
742 Bay Road,Queensbury,NY 12804-5902 (518)761-8201
FILM
Community Development-Building& Codes (518) 761-8256
BUILDING PERMIT
Permit Number: P20030478 Application Number: A20030478
Tax Map No: 523400-295-018-0001-006-000-0000
Permission is hereby granted to: DONAT,D & COI FELINE BROWN
For property located at: 23 SYCAMORE Dr
in the Town of Queensbury,to construct or place
at the above location in accordance with application together with plot plans and other information hereto filed
and approved and in compliance with the NYS Uniform Building Codes and the Queensbury Zoning
Ordinance. Type of Construction Value
Owner Address: DONALD & JACQUELINE BROW
23 SYCAMORE Dr Residential Addition $18,000.00
Total Value $18,000.00
QUEENSBURY,NY 12804
Contractor or Builder's Name /Address Electrical Inspection Agency
MATT HANCHETT
1,7 BT,IJEBTRD
FORT EDWARD. NY 12828-0000
Plans&Specifications
2003-478
576 SQ FT RESIDENTIAL ADDITION AS PER PLOT PLAN SPECIFICATIONS
$75.00 PERMIT FEE PAID-THIS PERMIT EXPIRES: Friday,July 30, 2004
(If a longer period is required,an application for an extension must be made to the code Enforcement Officer
of the Town of Queensbury before the expiration date.)
Dated at the To ueensb ; d sday,July 30,2003
SIGNED BY ,/ A°�'. for the Town of Queensbury.
Director of Building&Code nforcement
14)
,„4 r v 'j" 'mti NIX aA
Building Permit Application
Town of Queensbury—Dept of Community Development,742 Bay Road,Queensbury,NY f
(518)761-8256
A permit must be obtained before beginning construction. Permit File No. O` -- 7
No inspection will be made until applicant has received a Fee Paid $ 6
valid building permit. All applicants' spaces on this Rec.Fee Paid $
application must be completed and must appear on the Reviewed B :
application form.
Applicant: I fli[ JIM/UC/1j ` Owner: )OAJ 'J—C/lIy &cat)
Address: g/r/ Atualdrawv Address: #�.3 .SYe/Mid-kg DO?,
i r, /ll Uoiehy iVY /of i z? (13ui%Aisiwify ivy /a gal
Phone#(,/) /.5-2% Phone# 5 1®1
Property Location: Lot,N,umber: / House Number ;3 / S YeninekU � ��
l'
Subdivision Name: A" l /nuf'eis��. Tax Map Number: -29$. /8 —/—6,
❑ New Building: residence /commercial Estimated Market Value of Construction: $ ; ,0 e2d
P` Addition: residenc commercial If an Addition,what will use of new addition be?
❑ Alteration: residence/ commercial -- tsensw .)ooM
❑ No change to exterior size: residence/com'l
o Other work(describe )
Check Occupancylnformation let Floor 2°d Floor Other floor Total
Below sq.ft. sq.ft. sq.ft. Square Feet
VsE' Single family dwelling 517 5-76
o Two family dwelling
o Townhouse
o Multifamily dwelling
#of units
o Office
o Mercantile
o Manufacturing
o 1 car detached garage
❑ 2 car detached garage
TOWN OF C
o 3 car detached garage =o r pay rt CODE
o 1 car attached garage
❑ 2 car attached garage
❑ 3 car attached garage
o Storage building-
commercial
❑ Storage building-
residential •
❑ Other
What is the proposed height of the structure 1 4 feet (p inches
Will any second-hand or ungraded lumber be used? If so,for what? t J b
Type of Heating System: electric/ oil / gas/wood /forced hot air/ aseboar other:
Number of Fireplaces to be installed (1 Number of Woodstoves to be installed 0
List below the person(s)responsible for supervision of work as regards to building codes:
Name Address Phone Number
Builder (Mr-rr I/r-A)C /?5wtBi n L/1AFi g '794'- 5
Plumber S Mf4
Mason ,j69-f)7K
Electrician Smog_
Declaration: please sign below after you have carefully read the statement:
To the best of my knowledge the statements contained in this application,together with the plans and specifications
submitted,are a true and complete statement of all proposed work to be done on the described premises and that all
provisions of the Building Code,the Zoning Ordinance and all other laws pertaining to the proposed work shall be complied
with,whether specified or noted,and that such work is authorized by the owner. Further,it is understood that I/we shall
submit,prior to a Certificate of Occupancy or Certificate of Compliance being issued,as requested by the Zoning
Administrator or Director of Building and Codes,an As Built Survey by a licensed surveyor;drawn to scale,showing actual
location of all ne construc' n.
Signature: owner,owner's agent,architect,contractor
T
03-1473
Pe it ber
RESc heck Compliance Certificate becked By/D to
New York State Energy Conservation Construction Code
REScheckSoftware Version 3.5 Release Id
Data filename: Untitled.rck
COUNTY: Schenectady F F r /� .
STATE: New York ��a
HDD:6894 f d<<f 2
CONSTRUCTION TYPE:Detached 1 or 2 Family ��?�?
HEATING TYPE:Non-Electric TOWN
O
T FN OF QUE.E' N �9U�3Y
� 3 S rvsau`vt a�S'�C 2YI LCy
DA 1'h:06/25/03f
COMPLIANCE: Passes
Maximum UA= 125
Your Home UA= 125
0.0%Better Than Code(UA)
Gross Glazing
Area or Cavity Cont. or Door
Perimeter R-Value R-Value U-Factor UA
Ceiling 1: Flat Ceiling or Scissor Truss 576 38.0 0.0 17
Wall 1: Wood Frame, 16"o.c. 720 19.0 0.0 35
Window: Reliabuilt: Vinyl Frame, Single Pane 96 0.410 39
Door: reliabuilt: Glass 36 0.410 15
Floor 1: All-Wood Joist/Truss,Over Unconditioned Space 576 30.0 0.0 19
COMPLIANCE STATEMENT: The proposed building represented in this document is consistent with the building plans,
specifications,and other calculations submitted with this permit application. The proposed systems have been designed to meet the
New York State Energy Conservation Construction Code requirements. When a Registered Design Professional has stamped and
signed this page,they are nesting that to the best of his/her knowledge,belief,and professional judgment,such plans or
specifications are in co iance i this ode.
Builder/Designer Date020
REScheck Inspection Checklist
New York State Energy Conservation Construction Code
REScheckSoftware Version 3.5 Release ld
DA liz: 06/25/03
Bldg.
Dept.
Use
Ceilings:
[ } 1. Ceiling 1: Flat Ceiling or Scissor Truss,R-38.0 cavity insulation
Comments:
Above-Grade Walls:
[ ] 1. Wall 1: Wood Frame, 16"o.c.,R-19.0 cavity insulation
Comments:
Windows:
[ ] 1. Window:Reliabuilt: Vinyl Frame, Single Pane,U-factor: 0.410
For windows without labeled U-factors,describe features:
#Panes Frame Type Thermal Break?[ ]Yes[ ] No
Comments:
Doors:
[ ] 1. Door: reliabuilt: Glass,U-factor: 0.410
Comments:
Floors:
[ ] 1. Floor 1: All-Wood Joist/Truss, Over Unconditioned Space,R-30.0 cavity insulation
Comments:
Air Leakage:
[ ] Joints,penetrations,and all other such openings in the building envelope that are sources of air
leakage must be sealed.
[ ] Recessed lights must be 1)Type IC rated,or 2)installed inside an appropriate air-tight assembly
with a 0.5"clearance from combustible materials. If non-IC rated,the fixture must be installed with a
3" clearance from insulation.
Vapor Retarder:
[ ] Required on the warm-in-winter side of all non-vented framed ceilings,walls,and floors.
Materials Identification:
[ ] Materials and equipment must be installed in accordance with the manufacturer's installation instructions.
[ ] Materials and equipment must be identified so that compliance can be determined.
[ ] Manufacturer manuals for all installed heating and cooling equipment and service water heating
equipment must be provided.
[ } Insulation R-values and glazing U-factors must be clearly marked on the building plans or specifications.
Duct Insulation:
[ } Supply ducts in unconditioned attics or outside the building must be insulated to R-8.
[ ] Return ducts in unconditioned attics or outside the building must be insulated to R-4.
[ } Supply ducts in unconditioned spaces must be insulated to R-8.
[ } Return ducts in unconditioned spaces(except basements)must be insulated to R-2.
Insulation is not required on return ducts in basements.
Duct Construction:
[ ] All joints, seams,and connections must be securely fastened with welds,gaskets,mastics
(adhesives), mastic-plus-embedded-fabric,or tapes. Duct tape is not permitted.
Exception:Continuously welded and locking-type longitudinal joints and seams on ducts
operating at less than 2 in. w.g. (500 Pa).
[ ] Ducts shall be supported every 10 feet or in accordance with the manufacturer's instructions.
[ ] Cooling ducts with exterior insulation must be covered with a vapor retarder.
[ Air filters are required in the return air system.
[ } The HVAC system must provide a means for balancing air and water systems.
Temperature Controls:
[ ] Each dwelling unit has at lesat one thermostat capable of automatically adjusting the space
temperature set point of the largest zone.
Electric Systems:
[ ] Separate electric meters are required for each dwelling unit.
Fireplaces:
[ ] Fireplaces must be installed with tight fitting non-combustible fireplace doors.
I ] Fireplaces must be provided with a source of combustion air,as required by the Fireplace construction.
provisions of the Building Code of New York State, the Residential Code of New York State or
the New York City Building Code, as applicable.
Service Water Heating:
[ ] Water heaters with vertical pipe risers must have a heat trap on both the inlet and outlet unless the
water heater has an integral heat trap or is part of a circulating system.
I ] Insulate circulating hot water pipes to the levels in Table 1.
Circulating Hot Water Systems:
[ I Insulate circulating hot water pipes to the levels in Table 1.
Swimming Pools:
[ ] All heated swimming pools must have an on/off heater switch and require a cover unless over 20%
of the heating energy is from non-depletable sources. Pool pumps require a time clock.
Heating and Cooling Piping Insulation:
[ I I HVAC piping conveying fluids above 105 °F or chilled fluids below 55 °F must be insulated to the
levels in Table 2.
Table 1: Minimum Insulation Thickness for Circulating Hot Water Pipes.
Insulation Thickness in Inches by Pipe Sizes •
Heated Water Non-Circulating Runouts Circulating Mains and Runouts
Temperature(F) Up to 1" Up to 1.25" 1.5"to 2.0" Over 2"
170-180 0.5 1,0 1.5 2.0
140-160 0.5 0.5 1.0 1.5
100-130 0.5 0.5 0.5 1.0
Table 2: Minimum Insulation Thickness for HVAC Pipes.
Fluid Temp. Insulation Thickness in Inches by Pipe Sizes
Piping System Types Range(F) 2"Runouts 1"and Less 1.25"to 2" 2.5"to 4"
Heating Systems
Low Pressure/Temperature 201-250 1.0 1.5 1.5 2.0
Low Temperature 120-200 0.5 1.0 1.0 1.5
Steam Condensate(for feed water) Any 1.0 1.0 1.5 2.0
Cooling Systems
Chilled Water,Refrigerant, 40-55 0.5 0.5 0.75 1.0
and Brine Below 40 1.0 1.0 1.5 1.5
NOTES TO FIELD (Building Department Use Only)
•-7
Job Site Address: 77%4-0 5Ye-OMOg6 Date: 0 3
Owner: DOM ‘74C14a_ ea.)/L) Application No. File No.
WINDOW SCHEDULE
.7752aMit, l'ZNINFNF'MKOIVaffiik
Window Window Mfg. Window Unit or PPTIL clear Clear Special Hardware or
Number or Name Model Stock (57 :--,pgpg,;14A,toptL:'!•01*mobK Instructions
Letter on Width- , -iInches
Or Type Number •
Plan Call Size "' L Inches
1:-O''V4.1014.14,4iM; • •
1 II
ALL CI eel riq6 Pair wutz 3251 A-8 1' 6." 1 1 , 35 5i 5 5,a 3.0,/8„ aeorlie ti Lcsvvi
•
THIS LINE HAS EXAMPLES OF SAMPLE ENTRIES
.40.e, f,alfriFteklYV:
,2:44$2/55", Tempered
Tr.70';1777 16 Glazing
girina'taprj, , • •
,MtP.t • ,
LASueHemingway\Building.Permit.FORMS\Window Schedule.doc
i —
Job Site Address: WoR 3 SYd#i`f'la/ Date: zs 03
Owner: 1)0/ 1 < Sgott.i.t.) pp -23" 7(K
Application No. File No.
Building Permit — Calculation Sheet
Natural Light, Ventilation & Emergency Egress Requirements
Habitable Area of Req. Light Actual Req.Vent Actual 4. Sq.Ft. Remarks
Room Room 8%of Room Light 4%of Room Vent Opening for
in a Area Square i Area Square 1.' Egress
Square Footage Footage , i
Feet '�
4 ,e4 /OZ,r5 1:: . 3, 01- 44, g t, t /P11/1 )( 3°g
, .,4 t .
t,,,s
IIIAzl t
I
L:\SueHemingway\Building.Permit.FORMSW at.Light.V entil.Calculation.Sheet.doc
SURVIVOR TECHNOLOGIES PERFORMANCE TESTING
z U -VALUE R-VALUE /AIR INFILTRATION SOLAR HEAT GAIN SOLAR HEAT GAIN CD
N
4 PRODUCT CLEAR LOW-E CLEAR LOW-E AT 1.57 PSF C4EFFICtENT(NO GRIDS ) COEFFICIENT (GRIDS) D.P m
,.) SERIES GLASS LOW-E ARGON GLASS LOW-E ARGON CLEAR LOW-E LOEJARG CLEAR LOW-E LOEJARG RATING J
cn
- 100 PD (0.51 0.37 0.33 1.96 2.70 3.03 (.12 CFM �0 5 ; 0.52 0.52 (.59 J 0.48 0.48 30 /0/LN
n ///
, 2100 SH 0.51 0.38 0.34 1,96 2.63 2.94 .22 CFM 0.60 0.48 0.48 0.54 0.43 0.43 20
uJ
2100 DH 0.49 0.36 0.33 2.04 2.78 3.03 .10 CFM 0.56 0.45 0.45 0.51 0.41 0.41 30 ��
2100 PW 0.49 0.35 0.32 2.04 2.86 3.13 .03 CFM 0.62 0.49 0.49 0.56 0,45 0.45 45
• N
p
2100 SL 0.50 0.38 0.34 2.00 2.63 2.94 .13 CFM 0.59 0.47 0.47 0.53 0.43 0.43 30
2000 CAS 0.45 0.34 0.32 2.22 2.94 3.13 .08 CFM 0.51 0.44 0.44 0.47 0.41 0.41 25
2000 AW 0.45 0.34 0.32 2.22 2.94 3.13 .33 CFM 0.51 0.44 0.44 0.47 0.41 0,41 25
2000 CPW 0.47 0.34 0.31 2.13 2.94 3.23 .03 CFM 0.58 0.50 0.50 0.53 0.47 0.47 45
2500 DH 0.49 0.37 0.33 2.04 2.70 3.03 .13 CFM 0.56 0.45 0.45 0.51 0.41 0.41 30 v
. rz
2500 PW 0.50 0.38 0.35 2.00 2.63 2.86 .05 CFM 0.59 0.47 0.47 0.53 0.43 0.43 30 cn
D
Z
-{
2500 SL 0.48 0.36 0.33 2.08 2.78 3.03 .12 CFM 0.56 0.45 0.45 0.51 0.41 0.41 35 F
t - o
5500 DH 0.48 0.37 0.33 2.08 2.70 3.03 .09 CFM 0.57 0.42 0.42 0.52 0.46 0.46 35
0
J 7000 DH 0.48 0.36 0.33 2.08 2.78 3.03 .13 CFM 0.56 0.45 0.45 0.51 0.41 0.41 30
'I
- - .4 1
7000 PW 0,48 0.35 0.31 2.08 2.86 3.23 .05 CFM 0.61 0.49 0.49 0.56 0.44 0.44 45
J . r
7000 SL 0.48 0.37 0.34 2.08 2.70 2.94 .10 CFM 0.55 0.44 0.44 0.50 0.40 0.40 25
7000 CS 0.45 0.35 0.32 2.22 2.86 3.13 .09 CFM 0.50 0.43 D.43 0.46 0.41 0.41 25
o - - - D
n 7000 AW 0.45 0.3-4 0.32 2.22 2.94 3.13 .33 CFM 0.50 0.43 0,43 0.46 0.41 0.41 25 m
7000 CPW 0.47 0.34 0.31 2.13 2.94 3.23 .05 CFM 0.58 0.49 0.49 0.52 0.47 0.47 45 m
1
Q'SDATED '/1872001
Jot, Truss Truss Type Qty Ply 13-03666-t-1-A
13-03666-T--A T1 COMMON 12 1 hanchett
Job Reference(optional)
Romaro Structures,St-Victor,Qc,Canada,A.L. 5.100 s May 22 2003 MiTek Industries, Inc. Fri Jul 18 13:17:03 2003 Page 1
,1-0-0, 6-9-3 5-2-13 5-2-13 6-9-3 ,1-0-0,
Scale=1:43.4
5x5=
5.00 12
1.5x4\\ 1.5x4 //
C W 2 E
o�
u 1 1
B F
vIA C' jd
o c
5x7= J K L 1 H 5x7=
4x5= 3x4= 4x5=
I1-0-OI 24-0-0 I1-0-0I
8-3-11 , 7-4-10 , 8-3-11
Sq-Ck:24-0-0 Sq-Ck:24-0-0
26-0-0
Plate Offsets(X,Y): [B:0-2-5,Edge],[F:0-2-5,Edge]
LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl Ud PLATES GRIP
TCLL 53.9 Plates Increase 1.15 TC 0.86 Vert(LL) -0.23 H-J >999 360 MII20 197/144
TCDL 10.0 Lumber Increase 1.15 BC 0.91 Vert(TL) -0.37 F-H >778 180
BCLL 0.0 * Rep Stress Incr YES WB 0.36 Horz(TL) 0.10 F n/a n/a
BCDL 10.0 Code IBC2000/ANS195 (Matrix) Weight:80 lb
LUMBER BRACING
TOP CHORD 2 X 4 SPF 2100F 1.8E TOP CHORD Sheathed or 2-7-0 oc purlins.
BOT CHORD 2 X 4 SPF 1650F 1.5E BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
WEBS 2 X 4 SPF No.2
REACTIONS (lb/size) B=1929/0-3-8, F=1929/0-3-8
Max Horz B=75(load case 7)
Max UpliftB=-108(load case 7), F=-108(load case 8)
Max GravB=2155(load case 2),F=2155(load case 3)
FORCES (lb)-First Load Case Only
TOP CHORD A-B=46,B-C=-3566,C-D=-3148,D-E=-3148,E-F=-3566, F-G=46
BOT CHORD B-J=3135,J-K=2148,K-L=2148,I-L=2148,H-I=2148, F-H=3135
WEBS C-J=-728,D-J=1057,D-H=1057,E-H=-728
NOTES
1)Wind:ASCE 7-98;90mph;h=25ft;TCDL=4.8psf;BCDL=5.0psf;Category II;Exp B;enclosed;MWFRS gable end
zone;cantilever left and right exposed;end vertical left and right exposed;Lumber DOL=1.33 plate grip DOL=1.33.
2)TCLL:ASCE 7-98;Pg=70.0 psf(ground snow);Category II;Exp B;Partially Exp.;Ct=1.1
3)Unbalanced snow loads have been considered for this design.
4)This truss has been designed for 1.00 times flat roof load of 53.9 psf on overhangs non-concurrent with other live
loads.
5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads per Table
1607.1 of IBC-00.
6)*This truss has been designed for a live load of 20.0psf on the bottom chord in all areas with a clearance greater
than 3-6-0 between the bottom chord and any other members.
7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 108 lb uplift at joint B
and 108 lb uplift at joint F.
LOAD CASE(S) Standard
Queensbury Building & Code Enforcement - Residential Final Inspection ) Crn
Office No.(518)761-8256 Arrive: am/p e art: ` wpm L 7Date Inspection request received: Inspector's Initials:
NAME: PERMIT#: •
LOCATION: DATE:
TYPE OF STRUCTURE:
Comments
Y
Chimney Ht./"B"Vent/Direct Vent Location
Fresh Air Intake
3 inch Plumb Vent through roof minimum 6"
Roof Complete/Exterior Finish Complete
Guard 30 in.or more @ stairs, decks,patios
Guard at stairwell at 34 in. or more
Guard at deck,porches 36 in.or more
Exterior Finish Complete
Interior/Exterior Railings 34 in.to 38 in.
Platform at all exterior doors
Interior Handrails stairs 2 or more risers
Enclosed Stairs Sheetrock Underside minimum 'h"
Gypsum
Grade away from foundation 6 in. with 10 ft.
Handrail Termination at Newell Post or Wall
6 inch clearance to sill plate
Gas Valve shut-off exposed/regulator 18"above grade
Gas Furnace shut-off within 30 ft.or within line of site
Oil Furnace shut-off at entrance to furnace area
Furnace/Hot Water Heater operating
Low water shut-off boiler
Relief Valve(s)installed/Heat Trap/Water Temp 110
Interior privacy/trim/doors/main entrance 36 in.
Bathroom!Kitchen watertight
Safety glazing/Window in stairwells safety glazing
Interior Smoke Detectors:
Every level: / Every Bedroom:
Outside every bedroom area:
Inter Connected: / Battery backup:
Carbon Monoxide Detector
Bathroom Fans,if no window
Plumbing fixtures
Foundation insulation
Floor truss, draft stopping finished basement 1,000 sf _
Emergency egress below grade
Basement stairs closed rise>4 inches
Garage Floor Pitched
Garage fireproofing/%hour fire door/door closer
Duct work Sealed properly
Gas Logs in Sealed or Glass Enclosure _
Attic access 30 in.x 22 in.x 30 in.(ht.)In accessible area
Crawl Spaces 18"x 24" ac ess, 1 sq. ft.-150 sq. ft.vents
Building No./Addr:.'lvi bl fro road
Final Electrical
Site Plan /Varian Mired
Final Survey Plot Plan
As Built Septic System/Sewer Dept.Inspection Sticker
Flood Plain Certification, if required
Okay to issue C/C or C/0 [Temporary/Permanent]
L:\PamW\Building&Codes\Inspection Forms\Res.Final Insn. form 2.docLast printed 2/12/04
Rough Plumbing / Insulation Inspection Re or
Office No. (518) 761-8256 Date Inspection request received: J
Queensbury Building& Code Enforcement Arrive: am/p ) part: pm
742 Bay Road, Queensbury,NY 12804 Inspector's Initials: -
NAME: PERMIT # C3-
LOCATION: �N - �- INSPECT ON:
TYPE OF STRUCTURE: da;
/k)'V
Y N N/A
PVC: R-1,R-2,R-3,R-4 Drain/Vents
Cast Iron, Copper Drain/Vent/Comm.
Plumbing Vent/Vents in Place
Rough Plumbing/Nail Plates
1 '/ inch min. Drain Size
Washing Machine Drain 2 inch min.
Head or Air Supply Test
Drain and Vents
5 PSI or 10 feet above highest
connection for 15 minutes
Cleanout every 100 feet/change of direction
Water Supply Piping
Cooper Commercial
Co CPVC,Pex One and Two-Family
Insulaticiii Residential Check/Commercial Check
ro er ent,Attic Vent
Duct/Hot Water Piping Insulation
If required unheated spaces
Combustion Air Supply for Furnace
Duci woorrk ealed properly/No duct tape
i
COMMENTS:
L:\SueNemingway\Building.Codes.Inspeetion.FORMS\Rough Plumbing Insulation Report.doc November 17,2003
Rough Plumbing / Insulation Inspection Report
Office No. (518) 761-8256 Date Inspection requ ec v d: ..- •
Queensbury Building&Code Enforcement Arrive: a prn e„art: 611 1 OP--
742 Bay Road, Queensbury, NY 12804 Inspector's Initi s: .
NAME: PERMIT#:
LOCATION: 7—,<6"iC_Ptt-vozE INSPECT ON: ID - 2.91-r),-5
TYPE OF STRUCTURE: p,vc,
•
Y N N/A
PVC: R-1,R-2,R-3, R-4 Drain/Vents
Cast Iron, Copper Drain/Vent/Comm.
Plumbing Vent/Vents in Place
\ 0
Rough Plumbing/Nail Plates
Head or Air Supply Test cf-. t,0 f\LA
Drain and Vents çL3c, C k,c
5 PSI or 10 ft. above highest
Connection for 15 minutes ( C\I--1„ Fc tz-c-y_Av-Le
Water Supply Piping
Copper Commercial
Copper, CPVC,Pex One &Two Family
Insulation/Residential Check/Commercial Check
Proper Vent,Attic Vent
k A
Duct/Hot Water Piping Insulation
If required unheated spaces
Combustion Air Supply for Furnace
Duct Work Sealed Properly
COMMENTS:
LASucliemingway\Building.Codes.Inspection.FORMS\Rough Plumbing Insulation Report.doc January 28,2003
i:/
-----
LU ---
Rough Plumbing / Insulation Inspection Report
s
Office No. (518)761-8256 Date Inspection request"Qied: - /0 ''' 0 3
,......._
Queensbury Building&Code Enforcement Arrive: ai*p/ri'l ,,7135i)..are ',i' a m
742 Bay Road, Queensbury, NY 12804 Inspector's
-------'4 ..
NAME: L.H4e-1-1•e: g,„.„- , PERMIT#: ?01)3,-- 71
'0 0
TYPE OF STRUCTURE: INSPECT ON: 3tA(
PVC: R-1,R-2,R-3, R-4 Drain/Vents
Cast Iron, Copper Drain/Vent/Comm. \\ ;\ \% 17)--\:- t-Lf.-D C- _L
Plumbing Vent/Vents in Place --OL
Rough Plumbing/Nail Plates
oF
Head or Air Supply Test N1 is•.) , \Ve
--
5 PSI or 10 ft. above highest Z.
Connection for 15 minutes
Water Supply Piping •
Copper Commercial
Co r, CPVC,Pex One &Two Family ./,--------- ..,
,,
sulati /Residential Check/Commercial Check ,-
• i L'3Z.c.;, 7-c-k>
Proper Vent, Attic Vent ,
( i::-_'i
Duct/Hot Water Piping Insulation
If required unheated spaces MA) Iskz. cz
Combustion Air Supply for Furnace c.::.?..c.t_ 114 ,CC
Duct Work Sealed Properly IV
COMMENTS:
L:\SueHemingway\Building.Codes.Inspection.FORMST.ough Plumbing Insulation Report.doc January 28,2003
‘ - f,e'l , ill.
Framing / Firestopping Inspection Report
•
Office No. (518) 761-8256 Date Ins ection req s recei
Queensbury Building&Code Enforcement Arrive: ' p , art:
742 Bay Road, Queensbury,NY 12804 Inspector s Initia
NAME: ar U PERMIT#: 2 6°3 L7 r
LOCATION: -11• 51( rl 0 1- e,
INSPECT ON: `f
TYPE OF STRUCTURE:
V-
Y / N N/A COMMENTS
{ �7 'Framing
Jack Studs/Headers
Bracing/Bridging
Joist hangers
Jack Posts/Main Beams
Exterior sheeting nailed properly
12"O.C.
Headroom 6 ft. 8 in.
Stairwells 36 in. or more
Headroom 6 ft. 8 in.
Notches/Holes/Bearing Walls
Metal Strapping for Notches Top Plate
1 %2(w) 16 gauge (8) 16D nails each side
Draft stopping 1,000 sq. ft. floor trusses
Anchor Bolts 6 ft. or less on center
Drz/ ce and snow shield 24 inches from wall
Fire separation 1, 2, 3 hour
Fire wall 2, 3,4 hour
Fi,C)) restopping
1 Penetration sealed
16 inch insulation in cavity min.
Garage Fire Separation
House side 'V2 inch or 5/8 inch Type X
Garage side 5/8 inch Type X
Ceiling/wall
Windows Habitable Space/Bedrooms
24 in. (H)
20 in. (W)
5.7 sf above/below grade
5.0 sf grade
L:\SueHemingway\Building.Codes.Inspection.FORMS\Framing Firestopping Inspection Report.doc January 28,2003
--3 I t ,1_ )7v-.---cc-vD
Framing / Firestopping lTnspection Report , ,C)'
Office No. (518) 761-8256 Date Inspection requ ecei ' d:r
Queensbury Building&Code Enforcement Arrive: a pm L} p f: `�� art- P:,,,..--
-
742 Bay Road, Queensbury,NY 12804 Inspector's Initia s: - ,,
NAME: �.\9:..Y��
PERMIT#:
e. .. 9 ` INSPECT ON: -' _.-ti
LOCATION: �� --, ,..:--)- _,„1,(--- � � �'
TYPE F STRUCTURE: ' e,c't CAI On
Y N N/A_ COMMENTS
0 \e, raming
Jack Studs/Headers
Bracing/Bridging ( C)\' -
Joist hangers
Jack Posts/Main Beams
Exterior sheeting nailed properly
12"O.C. "-f,I 'Ve- j\ ��'- :. \t' )':L
Headroom 6 ft. 8 in. y, /°
Stairwells 36 in. or more `.\ ►t� -I
Headroom 6 ft. 8 in.
Notches/Holes/Bearing Walls
Metal Strapping for Notches Top Plate
1 %2(w) 16 gauge (8) 16D nails each side
Draft stopping 1,000 sq. ft. floor trusses
Anchor Bolts 6 ft. or less on center
Ice and snow shield 24 inches from wall / ,
')
Fire separation 1, 2, 3 hour
I
Fire wall 2, 3,4 hour
yl� Firestopping
/
Penetration sealed
16 inch insulation in cavity min.
Garage Fire Separation
House side '/2 inch or 5/8 inch Type X
Garage side 5/8 inch Type X
Ceiling/wall
Windows Habitable Space/Bedrooms
24 in. (H)
20 in. (W)
5.7 sf above/below grade
5.0 sf grade
L:\SueHemingway\Building.Codes.Inspection.FORMS\Framing Firestopping Inspection Report.doc January 28,2003
40,
s
Rough Plumbing / Insulation Inspection Report
Office No. (518) 761-8256 Date Inspection re•u- eive I•
Queensbury Building&Code Enforcement Arrive: T -s% Etc,r:• nil!
'
742 Bay Road, Queensbury,NY 12804 Inspector's
NAME: )Y1c) PERMIT#:0 7E
LOCATION: CNC.c INSPECT ON:
TYPE OF STRUCTURE:
Y N N/A
PVC: R-1,R-2,R-3,R-4 Drain/Vents
Cast Iron, Copper Drain/Vent/Comm.
Plumbing Vent/Vents in Place
Rough Plumbing/Nail Plates
Head or Air Supply Test
Drain and Vents
5 PSI or 10 ft. above highest
Connection for 15 minutes
Water Supply Piping •
Copper Commercial
/ Copper, CPVC,Pex One &Two Family
Insulation/Residential Check/Commercial Check
Proper Vent, Attic Vent \--5 A- t3V--
Duct/Hot Water Piping Insulation
If required unheated spaces
Combustion Air Supply for Furnace
Duct Work Sealed Properly
COMMENTS:
L:\SueHemingway\Building.Codes.InspectionFORMS\Rough Plumbing Insulation Report.doc January 28,2003
Framing / Firestopping Inspection Report ,d
Office No. (518) 761-8256 Date Inspection req
Queensbury Building& Code Enforcement Arrive: k1 -bD e rt: \1.1� am/p
742 Bay Road, Queensbury, NY 12804 Inspector's Initi s:
NAME: Q-Ycri\O'''CNPERMIT#:
LOCATION: ; INSPECT ON:
TYPE OF STRUCTURE:
Y N N/A COMMENTS
aming
FLU .
Jack Studs/Headers
Bracing/Bridging
Joist hangers
Jack Posts/Main Beams
Exterior sheeting nailed properly
12"O.C.
Headroom 6 ft. 8 in.
Stairwells 36 in. or more
Headroom 6 ft. 8 in.
Notches/Holes/Bearing Walls
Metal Strapping for Notches Top Plate
1 %2 (w) 16 gauge (8) 16D nails each side
Draft stopping 1,000 sq. ft. floor trusses
Anchor Bolts 6 ft. or less on center
Ice and snow shield 24 inches from wall
Fire separation 1, 2, 3 hour
Fire wall 2, 3, 4 hour
Firestopping
Penetration sealed
16 inch insulation in cavity min.
Garage Fire Separation
House side %2 inch or 5/8 inch Type X
Garage side 5/8 inch Type X
Ceiling/wall
Windows Habitable Space/Bedrooms
24 in. (H)
20 in. (W)
5.7 sf above/below grade
5.0 sf grade
L:\SueHemingway\Building.Codes.Inspection.FORMS\Framing Firestopping Inspection Report.doc January 28,2003
Foundation Inspection Report
Office No. (518) 761-8256 Date Inspection reques ' e .
Queensbury Building&Code Enforcement Arrive: Vt)a epart: a m�
742 Bay Rd., Queensbury, NY 12804 Inspector's Initial .
NAME: ,) ti E IT #: `?�"". —I (
LOCATION: `6i L i!'k SPELT ON:
TYPE OF STRUCTURE:
Comments
Y jI N N/A
Footings ' _ / '
Piers
Monolithic Slab �+
Reinforcement in Place 1A A ` 2
The contractor is responsible for 4-
providing protection from freezing
for 48 hours following the placement
of the concrete.
Materials for this purpose on site.
Foundation/Wallpour
Reinforcement in Place •
Foundation Dampproofing
Foundation/Waterproofing
Type of Dampproofing/Waterproofing
Footing Drain Daylight or Sump
Footing Drain Stone:
12 inch width
6 inches above footing
6 mil poly for wet areas under slab
Backfill Approval
Plumbing Under Slab
PVC/Cast/Copper
Foundation Insulation Interior/Exterior
R
Rough Grade 6 inch drop within 10 ft.
L:\SueHemingway\Building.Codes.Inspection.FORMS\Foundation Inspection Report.doc January 28,2003
Framing / Firestopping Inspection Report
Office No. (518) 761-8256 Date Inspection request received: f F
Queensbury Building& Code Enforcement Arrive: am/p yiee artt: m/pm
742 Bay Road, Queensbury,NY 12804 Inspector's Initials: A"'C/
NAME: PERMIT#:
LOCATION: INSPECT ON: d 2
TYPE OF STRUCTURE: f(, (,P\---_
Y yi/N/A
COMMENTS
raining ` i 2 �,Ui5�S
tuds/Headers
Bracing/Bridging ty Reel-vis-eu f 'f't/ %
Joist hangers
Jack Posts/Main Beams
Exterior sheeting nailed properly
12"O.C.
Headroom 6 ft. 8 in. tfa M C�-c (
Stairwells 36 in. or more
Headroom 6 ft. 8 in.
Notches/Holes/Bearing Walls
Metal Strapping for Notches Top Plate
1 %2(w) 16 gauge (8) 16D nails each side
Draft stopping 1,000 sq. ft. floor trusses
Anchor Bolts 6 ft. or less on center
Ice and snow shield 24 inches from wall
Fire separation 1, 2, 3 hour
Fire wall 2, 3, 4 hour
Firestopping
Penetration sealed
16 inch insulation in cavity min.
Garage Fire Separation
House side %2 inch or 5/8 inch Type X
Garage side 5/8 inch Type X
Ceiling/wall
Windows Habitable Space/Bedrooms
24 in. (H)
20 in. (W)
5.7 sf above/below grade
5.0 sf grade
L:\SueHemingway\Building.Codes.Inspection.FORMS\Framing Firestopping Inspection Report.doc January 28,2003
Framing / Firestopping Inspection Report
Office No. (518) 761-8256 Date Inspection request received:
Queensbury Building& Code Enforcement Arrive: arn/�pri part. ` am/pm
742 Bay Road, Queensbury,NY 12804 Inspector's Initials: JJ
NAME: �J)(g'R "-YTh PERMIT#:
LOCATION: S t Vic'd2 pr f INSPECT ON: / 0-03
TYPE OF STRUCTURE:
Y N N/ACOMMENTS
i
ming k Aj r
Jack Studs/Headers
Bracing/Bridging
Joist hangers
Jack Posts/Main Beams
Exterior sheeting nailed properly
12"O.C.
Headroom 6 ft. 8 in.
Stairwells 36 in. or more
Headroom 6 ft. 8 in.
Notches/Holes/Bearing Walls
Metal Strapping for Notches Top Plate
1 %2(w) 16 gauge (8) 16D nails each side
Draft stopping 1,000 sq. ft. floor trusses
Anchor Bolts 6 ft. or less on center
Ice and snow shield 24 inches from Wall
Fire separation 1, 2, 3 hour
Fire wall 2, 3,4 hour
Firestopping
Penetration sealed -
16 inch insulation in cavity min.
Garage Fire Separation
House side %2 inch or 5/8 inch Type X
Garage side 5/8 inch Type X
Ceiling/wall
Windows Habitable Space/Bedrooms
24 in. (H)
20 in. (W)
5.7 sf above/below grade
5.0 sf grade
L:\SueHemingway\Building.Codes.Inspection.FORMS\Framing Firestopping Inspection Report.doc January 28,2003
Rough Plumbing / Insulation Inspection Report
•
Office No. (518) 761-8256 Date inspection request received:
Queensbury Building&Code Enforcement Arrive: a epart• - am/p
742 Bay Road, Queensbury, NY 12804 Inspector's Initial
NAME: 5- PERMIT#: 063 --L-CK
LOCATION: INSPECT ON: (
TYPE OF STRUCTURE:
Y N N/A
PVC: R-1, R-2,R-3, R-4 Drain/ Vents
Cast Iron, Copper Drain/Vent/Comm.
Plumbing Vent/Vents in Place
Rough Plumbing/Nail Plates
Head or Air Supply Test
Drain and Vents
5 PSI or 10 ft. above highest
Connection for 15 minutes
•Water Supply Piping
Copper Commercial
Copper, CPVC,Pex One &Two Family
*sulation/Residential Check/Commercial Check V2 _ .
Proper Vent, Attic Vent
Duct/Hot Water Piping Insulation
If required unheated spaces
Combustion Air Supply for Furnace
Duct Work Sealed Properly
COMMENTS:
L:\SueHerningway\Building.Codes.lnspeetion.FORMS\Rough Plumbing Insulation Report.doc January 28,2003
Framing / Firestopping Inspection Report
Office No. (518) 761-8256 Date Inspection request received:
Queensbury Building& Code Enforcement Arrive: am/1Qn Jbepart: , , m/pm
742 Bay Road, Queensbury, NY 12804 Inspector's Initials: ` \ �--
NAME: Ta3\ Oc-;\ kQo u,STh PERMIT#: 3 7
LOCATION: ._ jta INSPECT ON: --0
TYPE OF STRUCTURE:
lv lv/a COMMENTS
raming
Jack Studs/Headers k5fA_a__Bracing/Bridging (f)t Q-1
Jpist hangers
\Jack Posts/Main Beams L t,G�(R
Exterior sheeting nailed properly S.
12"O.C.
Headroom 6 ft. 8 in.
Stairwells 36 in. or more
Headroom 6 ft. 8 in.
Notches/Holes/Bearing Walls
Metal Strapping for Notches Top Plate
1 `/2(w) 16 gauge (8) 16D nails each side _
Draft stopping 1,000 sq. ft. floor trusses
Anchor Bolts 6 ft. or less on center
Ice and snow shield 24 inches from wall
Fire separation 1, 2, 3 hour
Fire wall 2, 3,4 hour
Firestopping
Penetration sealed
16 inch insulation in cavity min.
Garage Fire Separation
House side 1/2 inch or 5/8 inch Type X
Garage side 5/8 inch Type X
Ceiling/wall
Windows Habitable Space/Bedrooms
24 in. (H)
20 in. (W)
5.7 sf above/below grade
5.0 sf grade
L:\SueHemingway\Building.Codes.Inspection.FORMS\Framing Firestopping Inspection Report.doc January 28,2003
16)
Foundation Inspection Report
Office No. (518) 761-8256 Date Inspection request r ceived:
Queensbury Building&Code Enforcement Arrive: am/pm j Depart: am/pm
742 Bay Rd., Queensbury, NY 12804 Inspector's Initials:
NAME: ry-,.., PERMIT #: 03 1-17F
LOCATION: - --' 2,,NY\- INSPECT ON: ( ----7— 03
TYPE OF STRUkRE: Qy:?_'- 1,
Comments
Y N N/A
,Ailt:iirr gs
Piers :
1
i
•\\_Mo clithic Slab
Reinforcement in Place
The contractor is responsible for
•
providing protection from freezing
for 48 hours following the placement
of the concrete.
Materials for this purpose on site.
Foundation/Wallpour
Reinforcement in Place *
Foundation Dampproofing
Foundation/Waterproofing
Type of Dampproofing/Waterproofing
Footing Drain Daylight or Sump
Footing Drain Stone:
12 inch width
6 inches above footing
6 mil poly for wet areas under slab
Backfill Approval
Ir
Plumbing Under Slab
PVC/Cast/Copper
Foundation Insulation Interior/Exterior
R-
Rough Grade 6 inch drop within 10 ft.
L:\SueHemingway\Building.Codes.Inspection.FORMS\Foundation Inspection Report.doc January 28,2003
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